Sorensen v. Lower Niobrara Natural Resources District

376 N.W.2d 539, 221 Neb. 180, 1985 Neb. LEXIS 1236
CourtNebraska Supreme Court
DecidedNovember 8, 1985
Docket84-224
StatusPublished
Cited by108 cases

This text of 376 N.W.2d 539 (Sorensen v. Lower Niobrara Natural Resources District) is published on Counsel Stack Legal Research, covering Nebraska Supreme Court primary law. Counsel Stack provides free access to over 12 million legal documents including statutes, case law, regulations, and constitutions.

Bluebook
Sorensen v. Lower Niobrara Natural Resources District, 376 N.W.2d 539, 221 Neb. 180, 1985 Neb. LEXIS 1236 (Neb. 1985).

Opinion

Shanahan, J.

Harvey L. and Margot Sorensen appeal the judgment entered in the district court for Knox County on a verdict in an eminent domain proceeding commenced by Lower Niobrara Natural Resources District (NRD). We reverse and remand for a new trial.

On February 4, 1981, NRD applied for a permit under the Municipal and Rural Domestic Ground Water Transfers Permit Act, Neb. Rev. Stat. §§ 46-638 to 46-650 (Reissue 1984) (the act), to install two wells on a quarter section owned by Sorensens- and obtain statutory spacing protection. After a hearing on April 2 the Director of Water Resources (director) approved NRD’s application and authorized NRD to pump ground water at a rate of 864,000 gallons per day (600 gallons per minute) and prohibited landowners and occupiers from placing within 1,000 feet of NRD’s well sites any well with a capacity in excess of 100 gallons per minute. See Neb. Rev. Stat. § 46-651 (Reissue 1984).

NRD, in January 1982, filed its petition commencing eminent domain proceedings regarding a quarter section owned by Sorensens, the southeast quarter of Section 20, Township 29 North, Range 6 West of the 6th P.M., in Knox County. According to its petition, NRD sought fee simple title to two V2-acre tracts in Sorensens’ quarter section, “for the purpose of supplying water for the beneficial use to the residents of the West Knox Rural Water District. . .” by “construction of well sites, water storage tank, water transmission lines, distribution pipelines and their appurtenances.” Regarding the proposed wells, NRD’s petition did not specify the number of wells, a rate for pumping ground water, or the quantity of water to be extracted.

*183 NRD’s proposed well sites were located in one of four quarter sections owned by Sorensens — two quarter sections of dry cropland with some pasture in the south half of Section 20 and two quarters irrigated by center pivot systems on the south half of Section 21, lying east of Section 20. Farming was the highest and best use of Sorensens’ land. The plat, below, depicts the location of Sorensens’ quarters and the two well sites sought by NRD.

Sorensens operated their quarters as a farm unit. Corn production on Sorensens’ dryland was 75 bushels per acre, while the irrigated quarters produced 150 bushels per acre. Four wells, two for each center pivot system, supplied water for the irrigated cropland. Water pumped at the rate of 600 gallons per minute is necessary for operation of the existing center pivot irrigation systems on Sorensens’ land.

Before proceeding, a glossary of hydrologic terms, or water words, may be helpful:

Aquifer: A geological formation or layer of material that is porous or permeable to water, thus capable of containing or carrying ground water.
Cone of depression: The funnel-shaped area around a well, where the water table has been lowered by the withdrawal of ground water through the well. The spout of the “funnel” is downward along the pump, while the upper part of the funnel, the radius of influence, extends laterally away from the pump.
Drawdown: The amount by which the elevation of the surface of a body of water is or could be reduced by withdrawal or release of water.
Recharge: Addition of water in an aquifer to replace that which has been withdrawn.

*184 See 7 R. Clark, Waters and Water Rights (1976).

Sorensens’ land and NRD’s well sites are located over a common aquifer, that is, at the northern edge of the Ogallala aquifer, an alluvion outwash from the Rocky Mountains. Test holes on NRD’s proposed sites disclosed a ground water yield of 300 to 350 gallons per minute. North of NRD’s sites, near the center of the southeast quarter of Section 20, a test hole drilled by Sorensens indicated a yield from 150 to 200 gallons per minute.

Hydrologists testifying at trial did not materially disagree with each other’s methodology but took issue with the different information used by opposing experts to formulate their opinions and feed their computers. The hydrologists described their use of a computer ground water model, a simulated aquifer to demonstrate behavior of the formation over a protracted period of water withdrawal. The model involves complicated computations vulnerable to “garbage in, garbage out,” that is, computer computations were only as good as the validity of data supplied.

Testimony from expert witnesses was a sequence of point and counterpoint.

One of Sorensens’ hydrologists testified the primary and most important characteristic of an aquifer is the formation’s capability of providing economic withdrawal of subterranean water. In Sorensens’ situation, however, there was no recharge of the aquifer supplying ground water for irrigation. Using a pumping rate of 300 gallons per minute on each of NRD’s well sites and considering a well’s expanding cone of depression, Sorensens’ hydrologist concluded that NRD’s extraction of water would lower the water table to a level where Sorensens’ existing wells would become useless in 3 to 5 years. According to the hydrologist, with NRD’s pumping ground water at a rate of 600 gallons per minute, Sorensens will “end up going dry.” In the opinion of Sorensens’ expert, as the cone of depression for NRD’s wells expands, the ground water level will become so depleted that Sorensens’ irrigation wells will “suck air.”

Testimony of real estate appraisers called by Sorensens focused on the vulnerability of Sorensens’ ground water supply as a result of NRD’s project. According to Sorensens’ *185 appraisers, on account of well spacing and impracticality of irrigation wells outside the area restricted to NRD’s wells, any land development dependent on ground water north of NRD’s well sites was curtailed, resulting in reduction of land value and price obtainable for Sorensens’ dry land. Also, a factor bearing upon damages was Sorensens’ diminishing supply and eventual loss of ground water for irrigation presently conducted, a loss caused by NRD’s unlimited pumping pursuant to rights acquired in eminent domain.

NRD retained consulting engineers to design wells based on information supplied in a well-driller’s report indicating sufficient ground water yield for two 300-gallon-per-minute wells. Sorensens objected, but the court allowed NRD’s project engineer to testify about the number of people to be served by the project and further testify that, considering the proposed project, average daily pumping at a rate of 173 gallons per minute would meet the demands upon NRD until the year 2005.

Over Sorensens’ objection, the court admitted exhibit 104, a copy of the director’s order granting NRD’s permit under the act, which exhibit in part contained the following:

5. Testimony at the hearing additionally indicated the purpose of [NRD’s] project is to provide a more economic, reliable and better quality water supply for approximately 150 rural farmsteads and two small villages. . ..
6. . . .

Free access — add to your briefcase to read the full text and ask questions with AI

Related

Douglas Cty. Sch. Dist. No. 10 v. Tribedo, LLC
307 Neb. 716 (Nebraska Supreme Court, 2020)
Prokop v. Lower Loup NRD
302 Neb. 10 (Nebraska Supreme Court, 2019)
Prokop v. Lower Loup Natural Res. Dist.
302 Neb. 10 (Nebraska Supreme Court, 2019)
Upper Republican Natural Res. Dist. v. Dundy Cnty. Bd. of Equal.
300 Neb. 256 (Nebraska Supreme Court, 2018)
Upper Republican NRD v. Dundy Cty. Bd. of Equal.
300 Neb. 256 (Nebraska Supreme Court, 2018)
Hike v. State
Nebraska Supreme Court, 2014
Moyer v. Nebraska City Airport Authority
655 N.W.2d 855 (Nebraska Supreme Court, 2003)
Nebraska Nutrients, Inc. v. Shepherd
626 N.W.2d 472 (Nebraska Supreme Court, 2001)
Chadd v. Lower Platte South Natural Resources District
621 N.W.2d 299 (Nebraska Supreme Court, 2001)
Springer v. Kuhns
571 N.W.2d 323 (Nebraska Court of Appeals, 1997)
Koehler v. Farmers Alliance Mutual Insurance
566 N.W.2d 750 (Nebraska Supreme Court, 1997)
PONDEROSA RIDGE LLV v. Banner County
554 N.W.2d 151 (Nebraska Supreme Court, 1996)
Martin v. City of Linden
667 So. 2d 732 (Supreme Court of Alabama, 1995)
Dowd v. City of Omaha, Douglas County
520 N.W.2d 549 (Nebraska Court of Appeals, 1994)
Bamford v. Upper Republican Natural Resources District
512 N.W.2d 642 (Nebraska Supreme Court, 1994)
Bamford v. UPPER REPUBLICAN NAT. RES. D.
512 N.W.2d 642 (Nebraska Supreme Court, 1994)
Givens v. Anchor Packing, Inc.
466 N.W.2d 771 (Nebraska Supreme Court, 1991)
Millman v. County of Butler
458 N.W.2d 207 (Nebraska Supreme Court, 1990)
Rose v. City of Lincoln
449 N.W.2d 522 (Nebraska Supreme Court, 1989)
Central Nebraska Public Power & Irrigation District v. John D.
413 N.W.2d 290 (Nebraska Supreme Court, 1987)

Cite This Page — Counsel Stack

Bluebook (online)
376 N.W.2d 539, 221 Neb. 180, 1985 Neb. LEXIS 1236, Counsel Stack Legal Research, https://law.counselstack.com/opinion/sorensen-v-lower-niobrara-natural-resources-district-neb-1985.